Impact of diaphragms on seismic response of straight slab-on-girder steel bridges

Journal of Structural Engineering

Volumn 124, Issue 8, 1998, Pages 938-947

  Zahrai, Seyed Mehdi ^a   Bruneau, Michel ^a  

^a UNIVERSITY OF OTTAWA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTICITY; FRACTURE; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; STIFFNESS;

DIAPHRAGM DAMAGES;

STEEL BRIDGES;

EID: 0032138973     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(938)     Document Type: Article

References (21)

1. AASHTO LRFD bridge design specifications - SI (metric). (1994). American Assoc. of State Highway and Transp. Officials, Washington, D.C.
2. ADINA R&D, Inc. (1995). "Automatic dynamic incremental nonlinear analysis." Watertown, Mass.
3. Applied Technology Council. (1981). "Seismic design guidelines for highway bridges." Rep. ATC-6, Redwood City, Calif.
4. Astaneh-Asl, A., Bolt, B., Mcmullin, K. M., Donikian, R. R., Modjtahedi, D., and Cho, S. W. (1994). "Seismic performance of steel bridges during the 1994 Northridge earthquake." UCB Rep. CE-STEEL 94/01, Univ. of California, Berkeley, Calif.
5. Azizinamini, A., Kathol, S., and Beacham, M. (1995). "Influence of cross frames on load resisting capacity of steel girder bridges." AISC Engrg. J., 32(3), 107-116.
6. Bruneau, M., Wilson, J. W., and Tremblay, R. (1996). "Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake." Canadian J. Civ. Engrg., Ottawa, Canada, 23(3), 678-713.
7. Buckle, I. G., Mayes, R. L., and Button, M. R. (1986). "Seismic design and retrofit manual for highway bridges." Computech Engineering Services, Berkeley, Calif. Published also as Rep. FHWA-IP-87-6, U.S. Dept. of Transp., Federal Highway Administration, Washington, D.C.
8. Clough, R. W., and Penzien, J. (1993). Dynamics of structures. McGraw-Hill Book Co., Inc., New York, N.Y.
9. Dicleli, M., and Bruneau, M. (1995). "Seismic performance of multi-span simply-supported slab-on-girder steel highway bridges." Engrg. Struct., 17(1), 4-14.
10. Dicleli, M., and Bruneau, M. (1996). "Quantitative approach to rapid seismic evaluation of slab-on-girder steel highway bridges." J. Struct. Engrg., ASCE, 122(10), 1160-1168.
11. Earthquake Engineering Research Institute. (1990). "Loma Prieta earthquake reconnaissance report." Spectra, supplement to vol. 6, Oakland, Calif.
12. Earthquake Engineering Research Institute. (1994). "Northridge Earthquake Jan. 17, 1994, preliminary reconnaissance report." Oakland, Calif.
13. Gorman, D. J. (1975). Free vibration analysis of beams and shafts. John Wiley & Sons, Toronto, Canada.
14. Kawashima, K. (1990). "Seismic design, seismic strengthening and repair of highway bridges in Japan." Proc., First U.S.-Japan Workshop on Seismic Retrofit of Bridges, Tsukuba Science City, Japan.
15. Mitchell, D., Bruneau, M., Williams, M., Anderson, D., Saatcioglu, M., and Sexsmith, R. (1995). "Performance of bridges in the 1994 Northridge earthquake." Canadian J. Civ. Engrg., Ottawa, Canada, 22, 415-427.
16. Ontario highway bridge design code. (1991). Ministry of Transp., Quality and Standards Division, Ontario, Canada.
17. Roberts, J. E. (1992). "Sharing California's seismic lessons." Modern steel construction, 32-37.
18. Standard specifications for highway bridges. (1961). American Association of State Highway Officials, Washington, D.C.
19. Standard specifications for highway bridges, 15th Ed. (1994). American Assoc. of State Highway and Transp. Officials, Washington, D.C.
20. Tseng, W. S., and Penzien, J. (1973). "Analytical investigations of the seismic response of long multiple-span highway bridges." EERC Rep. 73-12, Univ. of Calif., Berkeley, Calif.
21. Wilson, E. L., and Habibullah, A. (1992). "SAP90 computer software for structural & earthquake engineering." Computers & Structures Inc., Berkeley, Calif.